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滨海高热环境下160 MPa级UHPC的制备与应用研究

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基于广东省滨海湾大桥制备了滨海高热环境下应用的 160 MPa级超高性能混凝土(UHPC),对其轴心抗拉性能与微观结构开展研究,并进行钢桥面铺装应用.结果表明:CM2 型掺合料可明显增大UHPC的流动度、减小水胶比,出机扩展度达到自密实状态,32℃条件下UHPC拌合物 2h扩展度基本无损失;90℃蒸汽养护后UHPC抗压强度达 180 MPa,轴拉性能弹性段抗拉强度为 9.6 MPa,极限抗拉强度11.4 MPa,极限拉伸应变为0.35%,极限、弹性段抗拉强度比为1.9,具有明显的应变硬化特征.采用改进的生产线与专业化的施工设备可实现160 MPa级UHPC规模化制备与施工应用.
Study on preparation and application of 160 MPa UHPC in coastal high heat environment
In order to prepare 160 MPa ultra-high-performance concrete that meets the application of high heat environment,UHPC with different components were prepared according to the requirements of Binhaiwan Bridge in Guangdong Province,and the tensile performance and microstructure of UHPC shaft with optimal ratio were studied,and the preferred ratio group was used for steel bridge deck paving.The results show that the CM2 admixtures can significantly improve UHPC fluidity,reduce the water-to-adhesive ratio,and reach the self-compacting state of the machine expansion,the 2 h expansion of UHPC mixtures in 32 ℃ environment is basically no loss,and the working performance is adapted to the pouring requirements of high heat environment.The compressive strength of UHPC cube after steam curing at 90℃ reaches 180 MPa,the tensile strength of the elastic section of the shaft tensile performance is 9.6 MPa,the ultimate tensile strength is 11.4 MPa,the ultimate tensile strain is 0.35%,and the ratio between ultimate tensile strength and the tensile strength of the elastic section is 1.9,which has obvious strain hardening characteristics.The improved production line and professional construction equipment can realize the large-scale preparation and construction application of 160 MPa-class UHPC.

ultra-high performance concretecoastal environment160 MPacomposite bridge deckstrain hardeningmicrostructure

张刚、李学松、张志豪

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桥梁智能与绿色建造全国重点实验室,湖北 武汉 430034

中铁大桥科学研究院有限公司,湖北 武汉 430034

东莞滨海湾新区工程建设中心,广东 东莞 523808

超高性能混凝土 滨海环境 160MPa 组合桥面 应变硬化 微观结构

湖北省科技厅创新发展项目中国中铁科技开发重大课题

2021BLB1552019-重大-05

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(4)
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